1 |
Hassan, A. M. (2000). Seismic behaviour of space structures. International Journal of Space Structures, 15(2), 119-135.
DOI
|
2 |
Hinokuma, H., Asari, K., Chiba, M. & Hibino, T. (2013). Study on breaking joint bolt of steel upper roof in existing RC gymnasium. Summaries of technical papers of annual meeting, Architectural Institute of Japan, Japan, pp. 927-928.
|
3 |
Kong, D., Fan, F., & Zhi, X. (2014). Seismic performance of singlelayer lattice shells with VF-FPB. International Journal of Steel Structures, 14(4), 901-911.
DOI
|
4 |
Matsumoto, Y., Yamada, S., Iyama J., et al. (2012). Damage to steel educational facilities in the 2011 East Japan Earthquake: Part 1 Outline of the reconnaissance and damage to major structural components. In Proceedings of 15th World Conference on Earthquake Engineering, Lisbon, WCEE.
|
5 |
MOHURD (2010a). Technical specification for space frame structures. JGJ 7 - 2010, Ministry of Housing and Urban-Rural Development of the People's Republic of China.
|
6 |
MOHURD (2010b). Code for seismic design of buildings. GB 50011-2010, Ministry of Housing and Urban-Rural Development of the People's Republic of China.
|
7 |
Nie, G. B., Dai, J. W., & Zhang, C. X. (2015). Failure patterns of large span space structures in Lushan earthquake and numerical simulation. China Civil Engineering Journal, 48(4), 1-6. (in Chinese).
|
8 |
Nie, G. B., Zhi, X. D., Fan, F., & Dai, J. W. (2014). Failure pattern of singe-layer reticulated dome under severe earthquake and its shaking table test. International Journal of Steel Structures, 14(2), 399-409.
DOI
|
9 |
Tomatsu, K., Yamada, S., Shimada, Y., et al. (2016). Loading tests of connections between RC frame and steel roof: Results and methods of the tests for the series of G and H (Part 11). Summaries of Technical Papers of Annual Meeting Kantou Branch AIJ, 86(I), 277-280. (in Japanese).
|
10 |
Yamada, S., Shimada, Y., Tomatsu, K., et al. (2014). Cyclic loading tests of connection between RC frame and steel roof: Study of connection between RC frame and steel roof (Part 1). Journal of Structural and Construction Engineering (Transactions of AIJ), 79(705), 1687-1697. (in Japanese).
DOI
|
11 |
Constantinou, M. C., Whittaker, A .S. & Velivasakis, E. (2001). Seismic evaluation and retrofit of the Ataturk International Airport terminal building. Structures Congress, Washington, D.C., United States.
|
12 |
ACI (2014). Building Code Requirements for Structural Concrete". 318- 14, American Concrete Institute.
|
13 |
AIJ (2010). Design Recommendations for Composite Constructions. Architectural Institute of Japan. (in Japanese).
|
14 |
AIJ (2014). Report on the Great East Japan Earthquake Disaster (Building Series Vol. 3). Architecture Institute of Japan, pp. 286-299 (in Japanese).
|
15 |
Dai, J. W., Qu, Z., Zhang, C. X., & Weng, X. R. (2013). Preliminary investigation of Seismic damage to two steel space structures during the 2013 Lushan earthquake. Earthquake Engineering and Engineering Vibration, 12(3), 497-500.
DOI
|